Pradhan Mantri Gram Sadak Yojana Tender
... More
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 32,31,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_SQCEO_139888_1Tender No
06/EO/PMGSY-I (Balance Work)/TRRDA/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
By Manual Means
-
-
-
... More
In area of non-thorny jungle
3.31
32867
108793
... More
Setting Out
-
-
-
... More
Setting Out ( As per drawing enclosed) ( using PCC with jhama brick aggregate )
11.04
59789
660079
... More
(i) Compacting original ground supporting embankment
-
-
-
... More
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1680
18
31584
... More
Construction of Embankment with Material Obtained from Roadway Cutting
-
-
-
... More
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
A. For spreading beyond 100 m
60752
66
4058234
... More
B. For spreading within 100 m
26043
48
1268294
... More
(i) Excavation in Cutting in soil by manual means with lead upto 50 m
-
-
-
... More
Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3
51863
226
11721038
... More
(ii) Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
103752
67
6951384
... More
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
363129.6
36
13181604
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cuuting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. A. With approved materials obtained from borrow pits
20979
199
4187408
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
606
482
292153
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
II. P.C.C grade M 15 ( using jhama brick aggregate )
-
-
-
... More
(i) Nominal mix (1:2.5:5)
58.39
8218
479902
... More
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204
-
-
-
... More
II. In 1:4 cement mortar
457
8982
4105140
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
380
328
124868
... More
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
488
218
106530
... More
Granular Sub-base with Well Graded Material ( Table 400.1 )
-
-
-
... More
By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Stone Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
(i) For Grading - I Material ( jhama brick aggregate )
3367.08
5300
17847881
... More
WBM Grading 2
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
-
-
-
... More
(A) By Mechanical Means
1928.41
7148
13785432
... More
WBM Grading 3
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
... More
By Manual Means
2148.19
7265
15607674
... More
Prime Coat
-
-
-
... More
Low porosity
-
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
28642.5
45
1306098
... More
Tack Coat
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
33056.46
15
509069
... More
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
... More
Case -II : By Mechanical Means
-
-
-
... More
Bitumen VG-30
33056.46
251
8307088
... More
Seal Coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510
-
-
-
... More
By Manual Means
-
-
-
... More
Case - IV : Type D (with fine sand)
-
-
-
... More
Bitumen VG-30
33056.46
51
1705713
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
-
-
... More
Surface Drains in Ordinary Soil
3560
21
75472
... More
Mechanical Means
-
-
-
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
... More
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
-
-
-
... More
I. In Ordinary Soil
900
3064
2758140
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate )
-
-
-
... More
Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.
-
-
-
... More
5th Kilometre Stone (precast)
2
5337
10674
... More
Ordinary Kilometre Stone(precast)
10
3317
33175
... More
200 m Stone(precast)
44
871
38324
... More
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6
-
-
-
... More
A. In ordinary soil
50
532
26630
... More
Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)
-
-
-
... More
Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
52
818
42541
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
12417
24835
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 (B) Board - "B"
4
16462
65851
... More
Retro-reflectorised Traffic Signs
-
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
-
-
-
... More
with 600 mm equilateral triangle aluminium sheeting
25
2959
73975
... More
with 600 mm circular aluminium sheeting
6
2785
16715
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) Upto 3 m depth
1887.21
482
909824
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
II. P.C.C grade M 15 ( using jhama brick aggregate )
-
-
-
... More
(i) Nominal mix (1:2.5:5)
73.23
8218
601870
... More
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204
-
-
-
... More
II. In 1:4 cement mortar
684.92
8982
6152499
... More
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
913.45
218
199406
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
-
-
-
... More
I. P.C.C grade M 15 (1:2.5:5 Nominal mix)
152.1
9933
1510916
... More
VI. R.C.C grade M-25
-
-
-
... More
(i) upto 5 m height
171.98
11175
1921962
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
20.63
91593
1889582
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
-
-
-
... More
(II) R.C.C M 25
-
-
-
... More
1. For height upto 5 m
84.74
13009
1102400
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
10.19
93315
950883
... More
Painting Two Coats on New Concrete Surfaces
-
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification clause 1701
96
118
11357
... More
Printing New Letters and Figures of any Shade
-
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
-
-
-
... More
ii) English and Roman
-
-
-
... More
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
10000
-
8000
... More
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete ( using jhama brick aggregate ) as per drawing and technical specification Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks.)
91.56
8383
767575
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
11.04
96711
1067883
... More
Total for 2nd year maintenance (including 18% GST)
11.04
111308
1229063
... More
Total for 3rd year maintenance (including 18% GST)
11.04
282387
3118117
... More
Total for 4th year maintenance (including 18% GST)
11.04
336823
3719200
... More
Total for 5th year maintenance (including 18% GST)
11.04
387583
4279691
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
-
148135515
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements